hand-written solutions only please !Required informationConsider the beam and loading shown.Given: X 23 kipsX20 in.--20 in.-10 in.¹¹in.7.25 in.bB$1.5 in.a-68081.5 in.in.in.8 in.Determine the shearing stress at point a. (Round the final answer to three decimal places.)The shearing stress at point a isksi

Step 1: Shear formula Step 2:finding individual terms of shearing formula Step 3:substituting all…

Answered: ! Required information Consider the…

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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As a part of preliminary design study, the effects of wind loads on a 275 m high building are investigated. The distribution of wind pressure is parabolic as shown. The projected length of the building perpendicular to the paper is 60 m. The wind pressure at the top is 0.60 kPa 0.60 KPa H p=k√x Compute the shear force at the base of the building in KN. a. 6400 c. 6600 b. 6800 d. 6200 Compute the moment at the base of the building in KN-m a. 1,089,000 c. 1,099,000 b. 1,079,000 d. 1,069,000 Compute the shear force at the mid-height of the building in KN. a. 4176 c. 4186 b. 4266 d. 4276
Q.1) Determine Ixx, lyy and Ixy for the section shown below. y y = x 1/2. 0.6 m y = 0.36 m
! Required information Consider the loading shown. The allowable normal stress for the steel used is 24.8 ksi. 18 kips 3 kips/ft B -6 ft 6 ft- 3 ft For the selected design, determine the actual value of ơm in the beam. (Round the final answer to two decimal places. You must provide an answer before moving to the next part.) The actual value of om in the beam is ksi.
a) Determine the second moment of area (IXX) about the centroidal x-axis for the solid homogeneous beam section shown below, where the dimensions are b = 5.25 mm and d = 12.75 mm. Give your answer in mm4 to two decimal places. b) Determine the second moment of area (IYY) the about the centroidal y-axis for the solid homogeneous beam section shown below, where the dimensions are b = 5.25 mm and d = 12.75 mm. Give your answer in mm4 to two decimal places.
....
i) the position of maximum displacement in the segment AB. Hint: remember that coordinate x1 is measured from support A, thus the position of max. displacement will be measured from point A. Enter your answer in m to 3 decimal places.
Solve for the Following Shear force equation for segment AB. a.-16.65 psf X squared b. 16.65 psf X squared c. -16.75 psf X squared d. 16.75 psf X squared Bending moment equation for segment AB. a.-5.40 psf X cube b. 5.45 psf X cube c. -5.55 psf X cube d. 6.55 psf X cube Shear force equation for segment BC. a. 2000 lb - 200 lb/ft ( X) b. 2100 lb - 300 lb/ft ( X) c. 2150 lb - 300 lb/ft ( X) d. 3000 lb - 200 lb/ft ( X) Bending moment equation for segment BC. a. 2000 lb(X) - 100 lb/ft (X squared) - 9600 lb-ft b. 2100 lb(X) - 120 lb/ft (X squared) - 9700 lb-ft c. 21500 lb(X) - 200 lb/ft (X squared) - 9800 lb-ft d. 3000 lb(X) - 200 lb/ft (X squared) - 9850 lb-ft The distance between point A and the shear force VAB=0 a. 6 feet b. 8 feet c. 10 feet d. 12 feet The degree of bending moment equations for segments…
Solve for the Following Shear force equation for segment AB. a.-16.65 psf X squared b. 16.65 psf X squared c. -16.75 psf X squared d. 16.75 psf X squared Bending moment equation for segment AB. a.-5.40 psf X cube b. 5.45 psf X cube c. -5.55 psf X cube d. 6.55 psf X cube Shear force equation for segment BC. a. 2000 lb - 200 lb/ft ( X) b. 2100 lb - 300 lb/ft ( X) c. 2150 lb - 300 lb/ft ( X) d. 3000 lb - 200 lb/ft ( X)
a. What is the maximum bending moment on the beam? Answer in kN-m rounded-off to the nearest integer. b. What is the maximum shear force on the beam? Answer in kN rounded off to the nearest integer.
Show COMPLETE solution. Use 4 decimal places for the final answer.
a) If a pipe with an inner diameter of 36 mm is subjected to an axial load of 5.20 x 105 N and the maximum allowable stress in the pipe is 7.5 x 109 N/m2 , calculate the minimum wall thickness required for the pipe. Give your answer in millimetres (mm) to 2 decimal places. b)A wire with a Young’s Modulus, E, of 8.5 x 106 N/m2 and an original length of 1.5 m is under tension. If the wire length extension is 2.5 mm, calculate the stress in the wire. Give your answer in N/m2 to 2 decimal places.
Q2: If the oriented moment (M = 12 kN-m ) acting on the cross section shown. Determine:a) the bending stress at point H.b) the bending stress at point K.c) the orientation of the neutral axis relative to the +z axis. Show its location on a sketch of thecross section.

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! Required information Consider the beam and loading shown. Given: X 23 kips X 20 in.- -20 in.- 10 in. ¹¹in. 7.25 in. b B $1.5 in. a- 6808 1.5 in. in. in. 8 in. Determine the shearing stress at point a. (Round the final answer to three decimal places.) The shearing stress at point a is ksi